HomeMy WebLinkAboutFOUNDATION DESIGNS - 00-00023 - Rexburg Airport - HangerNOTES'
Iff%L•pit• it �,i � ��
P11 10 a
a
For Teton Wcsj.Construc�ion
�.
Foundation confguratzan provided by Mike Bressler of Teton West
Construction.
2. Foundation loads from Varco-Pruden Reactions Report, 713 1100.
3. Concrete 28 day strength shall be 250(} psi nunimum. Slw-np shall be i-4.5 in.
Reinforcement bars shah be ASTM A615 with F,, = 40 ,000 psi.
t Concrete cont ti P-er ACT -318+
+
. Allowable soil bearing pressure _ 3000 psf
5. Rectangular .piers shown on drawings may be replaced with circular piers
formed by son tubes if the reinforcement is the same, the concrete area is equal
to that of the rectangular _biers, and there is sufficient cover for the
reinforcement as required by ACI -318.,
INDEX
Detail Page
Column Foundation for interior Frames 2
ExleriorColuam Footing for Frameline .1
Interior Column Footing dor Frameline 4
Corner Column Footing for Frameline 4
3
4
5
0-
1 �
jf �
J I �
GAT
PLAN VIEW
CDNTINUDUS IN SLA
DSITE COLUMN FOUNDATION
18' WIDE CONTINUOUS WALL FUUTI G
I
SECTICIN
^^ DIRK PARKINSON BUILDING
LuLuMN FLJUNDATIIN FOR INTERIOR FRAMES
e.e.00
SLAB
DATION
LA1B
GRADE
_EXTERI❑R
PLAN VIEW
.m
4f VIDE CONTINUOUS AI—L RJOTINCi
18' 'FIDE CONTINUOUS WALL F110TI G
CONTINUOUS STEMWALL
14"
X3/4` 1I, ANCHOR ROUTS
311-0 o.
SECTION
4 #6 VERTICAL BARS, EXTEND
INTO FOOTING AS SHOWN
#3 TlEo, T P, 3 PLACES
101 MAX, SPACING
2 #4 BARS
PEL AS
DIRK PARKINSON BUILDING
COLUMN FOOTING FDR FRAMFI
EACH DIRECTION
H®,
TNF t
w . .._..� a-- -.&.I vL.-
190
1.0
' SLAB
GRADE
PLAN VIEW
A 1ITA
IN WALL
BAR., EXTEND
LAB h
AkiruriR Dnr-r
SECTION
INTO SLAB
1 SLAB
Ti IRARS 16'w O.C.
_L
'FST, BARS IN CORNERS
RED WALL
D GINTU D N L R R
L FOOTING
ff
[I,,TRANSVERSE
DIRK PARKINSON BUILDING
INTERI❑R COLUMN FOpTING LIN FRAMELINE 4
F
GDF
�o•
1�• 3i4 DIA, ANCHOR BOLTS
n
SECTION
1.* TP,
-4 #4 HORIZ, 19ARS CONTINUOUS
IN WALL
4 VERT, 13ARS IN CORNERS
OF ENLARGED WALE
LONGI TUDI NAL DORS
IN WALL FOOTING
N O ,. TRANSVERSE
DIRK PARKINSON BUILDING
CORNER COLUMN FOOTING [IN FRAMP
TNS d